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2006, 12-18 Permit App 06004884 Pole BldgProject Number: 06004884 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: W Permit Use: 24X30 POLE BUILDING Contact: KILE, DALE L Address: 13524 E BROADWAY AVE C - S - Z: SPOKANE VALLEY, WA 99216 Setbacks: Front Left: Right: Rear: Phone: (509) 000-0000 Group Name: Project Name: Site Information: Plat Key: 002755 Name: VERA District: Nort Parcel Number: 45154.0606 Block: SiteAddress: 13524 E BROADWAY AVE Location:: CSV Lot: Owner: Name: KILE, DALE L Address: 13524 E BROADWAY AVE SPOKANE VALLEY, WA 99216 Date: 12/18/2006 Page 1 of 2 Zoning: UR-3.5 Urban Residential 3.5 Water District: 010 VERA Hold: ❑ Area: 52,010 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Septic Sys Review Co, VCLk Landuse/Zoning/HE Conditions Permits: Released By: Ten. / L VIVO L Released By: Released By. l, ../ ._ L i C- �- 1 Zr Operator: JD Printed By: jom Print Date: 12/18/2006 Project Number: 06004884 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Building Permit Firm: OWNER Phone: (000) This Application: So Ft Valuation 720 $13,680.00 Totals: 720 $13,680.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Date: 12/18/2006 Page 2 of 2 000-0000 Total Project: Sq Ft Valuation 720 $13,680.00 720 $13,680.00 Fee Amount $237.25 $59.31 $4.50 $301.06 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $301.06 $301.06 $0.00 $301.06 $301.06 $301.06 $0.00 $301.06 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: jom Print Date: 12/18/2006 1 L/ l y/ Lt7bb 10 : l b 5tYid441 Db t VV-IL t1-15 L:l 1tf Gi b 1b:1d I- COS.J PERMIT CENTER 5096980037 TO 3241567 r HVG V1/ V1 P.01/02 Inv: 1 Application Date: 12/1812006 THIS IS NOT A PERMIT will be assessed for commencing work without a permit : a 4X30 POLE BUILDING Contact: KILE, DALE L Address: 13924E BROADWAY AVE C - S - Z: SPOKANE VALLEY, WA 99216 Right: Rear: Phone: (909) 000-0000 Group Name: Site Inforwlfon: Project Name: District: Nort Setback; : Fr ant Page l of 2 Left Plat l:e r: 002755 Name: VERA Pare Number: 49194.0606 Block: Lot: it eAddress: 13524 E BROADWAY AVE Owner: Narne: K LLE, DALE L Address: 13524 E BROADWAY AVE SPOKANE VALLEY, WA 99216 Location:: CSV Zoning: UR-3.9 Urban Residential 3.5 Water District: 010 VERA Area: 52,010 Sq Ft Width 0 Nbr of B1dgs: 0 Nbr of Dwellings: 1 Review lrh n rnation: &Apt BuiUiiig Plan Review Sopt c Sys Review Hold.: [7 Depth: 0 Right Of Way (ft): 0 Ls mit se/Zoning/HE Conditions Permits: mommommaninglammalimoppoummiro r_ ,..,,„.„ ,,,,,t--,,,, ...• Opera or: JD Printed By: join drir- is sl-,rFr; 'J Print Date: 12/18/2006 apPOIng DEC 19 2006 09:10 5093241567 PAGE.01 •..ne 1' Valley Community Development G� t-�ry v. 5rol_anei'aU y. ora.com Residential Construction Permit Application 1D) II. (C1IM -- a New Construction o Addition/Remodel ❑ Other: CAR. p o T PERMIT NUMBER PERMIT FEE: *Accessory Bldg o Deck SITE ADDRESS 1352.E E. 1SROADV/A`1 Building owner _ ,. Name: DALE K i L. E Address: l 3 5 2.4 E J3 2p A D W Ay City: S p o {44,4 f V A LLEy Zip: q el Z., 14o Phone: 2, 6 37 17 Fax: - ASSESSORS PARCEL NO: 4 $ 18 4- • o 64LEGAL DESCRIPTION: `%1Zf{ i1V Q{e �Z of kl i 131-IC I �xc. N 610 `Contact Person'.,. Name: DALE 1,4 Phone: 9 Z 3 •i 17 Describe the scope of work in detail: PoLEBUI L I�� C`AP.,p it -Contractor . : _ Name: AA L C Address: S A ry1 e City: Zip: Phone: 9 Z{ b7 i 1 Fax: Lic No: Exp. Date: City Business Lic No: Cost of Project: S¢r5z.g.� HEIGHT TO PEAK: 14-- o MAIN FLOOR TO SQ. FTG: **************The followin MUST be complete: (write N/A if not app DIMENSIONS: 2-o X 8o- a 2'"' FLOOR SQ. FTG: •w/A FINISHED BAS�tyIEIVT SQ. FTG: /1/ / /V # OF BEDR0011 : DISCLAIMER Permit Center ��^^''l n 11707 E Sprague Ave, Suite G16f/ (l,, E��' (1 Ii Spokane Valley, WA 99206 ' (509)688-0036 FAX: (509)6E8-0037 DEC 1 g GARAGE SQ. FTG: 7 2•a Ulf CONSTRUCTION TYPE: Po1.6- BJILOIWG # OF STORIES: oNE licabler *********** ******** UNFIN BASEMENT SQ. FTG: /t//A DECK/COV. PATIO SQ. FTG: HEAT SOURCE,: TOTAL HABITABLE SPACE: N/A - IMPERVIOUS SURFACE AREA: A/0N GRAVEL.. 30% SLOPES ON PROPERTY: /V / A SEWER ORSEP�114 The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature Date /V 0 V Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 6252D05 ❑ Other Si561(cane Valley 11707 E Sprague Ave Suite 105 ♦ Spokane Valley WA 99205 509.921.1000 ♦ Fax: 509.921.1008 1 cityhall®spokanevaltey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Shaw the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Fumace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Address/Legal Description: Subdivision/Block/Lot: THE LOCATION OF THE ON -SITE SEWAGE SrSTEM REPRESENTED BY THE DRAWING IS NOT TO BE CONSTRUED AS AN r.xACT LOCATION OF THE SYSTEM. FINAL AS -BUILT INSTALLATION �15S../ (312.0A-aw1 Application # R'6- 0064'1 1.4 V 1o`1- -ry PL NORTH t Li Remarks: Signature btn•t l'" Date i-ag `llf Septic Tank Size: /OOV gals. Drainfield: Njp, ft. Leachbed: 406 sq. ft. Double Plumbing ❑Yes f lNo KANE COUNTY HEALTH DEPARTMENT PERMIT NO.../ Name E. O. PLOEOER, M.D., Director of health Division of Sanitation N. 819 Jefferson Spokane 1, Washington DATE____ N° 18753 APPLICATION FOR PERMIT TO INSTALL OR RECONSTRUCT SEWAGE DISPO L FACILITIES 66 e Address ! Phnnv igimporrC /7 Address of Proposed Si Type of Use �t2 L is basement for building planned?...! Number of Beclroomy Building Water Supply Size of Property. Capacity Camp Capacity .--= f //—----rCity, Well, Spring). Septic tank capacity 1.___ gals. Style of tank Length of disposal field %. C .._Q(�'1___ _ Leaching Bed r Dist. Box ther Drywell r (1) Draw in property are t. ca 1:(2) Show relative location of: roposed house, septic tank, . , disposal field, well, garage, and other out buildings. (3) Make note of any heavy slope or swampy area or any other important topographic details. 4 Final Inspection Date Q'" e-sk,._. �7TM l'f14 L1.,.e. O�� LJ22�K CONTRACTOR..: (Form 346 - Rev. Health - 51.1- 9/58) RECOMMENDED PERMIT BE By Sanitarian rsa 'S7rf .® 2 !6 et - f 1 A of z 1 FINAL AS -BUILT INSTALLATION Address/Legal Description: V 5S.a ' 8rLopo Subdivision/Block/Lot: THE LOCATION OF THE ON -SITE SEWAGE SYSTEM REPRESENTED BY THE DRAWING IS NOT TO BE CONSTRUED AS AN cxACT LOCATION OF THE SYSTEM. Application # 9'b- 0064.4 7 �rpdwNK1 j�(� ,i Ter-14(--- NORTH iklecs 2e Remarks: Signature I!Lrtt I'"� Date I -a4 -qLe Septic Tank Size: Drainfield: Leachbed: /DOD gals. N(►S. ft. sq. ft. Double Plumbing DYes L%No —vI Name Address of Proposed Type of KANE COUNTY HEALTH DEPARTMENT PERMIT NO.../ v ! 0.6 E. O. PLOEGER, M.D., Director of Health Division of Sanitation N. 819 Jefferson DATE._-. Spokane 1, Washington N9 18753 APPLICATION FOR PERMIT TO INSTALL OR RECONSTRUCT SEWAGE DISPOSAL FACILITIES ------�+=---GZ//6y..._Address /cs3 _ �-�'��- ••----•-- — Size of Property..... �J - Is basement for building planned?... ____..... 2--0 Number of Bedroorr�y Building Capacity Camp Capacity��j Other Water Supply_ .... __LJj/ / t fCit Well, Spring). Drywell Septic tank capacity 1 (/ 0 gals. Style of tank Length of disposal field l '21-1Q.C2..__ Leaching Bed Dist. Box. 7 r (1) Draw in property are ,,i(2) Show relative location of: 'roposed house, septic tank, disposal field, well, garage, and other out buildings. • ✓ f (3) Make note of any heavy slope or swampy area or any other important topographic details. 31 72). it _ _ 10 Final Inspection Date Remarks•i �f_L� / �v 1 - _{ i� l(n (// / /��/ 7 . A-1 / I A' tti . 6% D ✓'i/ �.' C aZ'-�L ! " z " TJr ' Zijr4fe1..+�L c J r������s•1 CONTRACTOR. (Form 346 - Rev. Health - 3M - 9/58) e. RECOMMENDED PERMIT BE By Sanitarian ,3/% H 7 ,7 T.... ir4.,r J lull r f06 ► D 4��J5 e 6aL«ay n Yaatr 9 O I © I O I / /e7 N I I i I i t 1 I I G 10 i i i� I I I 61---f E© al IAir - N� YO 8 T) of J I � s i-I&zsn— A 1,AAfr N . lw-.47 I INN 7 ALXI M^ o (1_ a. O3;(D2 I I'(Z'@) >. Y(D 3 :, 1 .47 4 A 1,AAfr N . lw-.47 I oc a w M^ o (1_ a. O3;(D2 I I'(Z'@) >. Y(D 3 :, P L04� 20 2 2 41 LU i i)4 .4 3 a • v p h l (v1-L.7 Paco Pose. D Ptl A s E Z 24-0 V- 63 E,= o �9`" Q H 341 "h b $ • PLANNIN%DEPT. APPROVED BY:(ItiVc�,t,''VtA'L_: DDATE: [2-1 Z° a N a- • .) 1~ CIIIS 1NC 1q-(DX 21-3 a - 3 0 W Customer Informat Customer Name Address City.ST.Zip �fb Ottl(e ji f Building Site lr Addre SC'L`•L ome Phone [Mork Phone L4% q 4 ❑Cell Phone ge�ty ;pool Jbl(e4/ ❑County ST.Zip Legal Description Parcel # Directions to site O 4o Cued' O e Sc.' rr -ka a Ct reeh G-osk-' i w ay 1 10 3 0' 3 opmem NMI I-0 Alga kali loth I 111ms WV drill. IC:I Im. gill MI muumuu ammunummummmi liliiiiill iiiiiiiiiiiiiiiiiiiiiii ENE a . amil . , .. '. _ - ■■■■ar in1' l 11::'" ■■ o ■ ..7.. ■ i ■ •rr ..►s.�■r. ■■■■■■/■■■■■■■■■/U ■/ M. .... rr��altaMMV ■i'mpoom ou ■■nr ■■■■■■■■■■■■■■■■■■■■■■■■■ ►, ! ■iT'.■�T�:V�aR►:�lL��i���i��.l ��•: ::::MN■H■::::::M::M::: I`fs■■ >•■Ei► ■■■■■■■■■■■■■■■■■ ■■■■ ® Use this symbol to mark two (2) corners (one side or one end) of the bui ding. These two (2) comers should also be marked at the building site. The building crew will use these to place the building. Indicate any and all critical alignment Issues related to placement of the building. 1_ O 1 OD V) z_ J CY D 0- USE 2'X 6' USE 2"X 6" LIVE L❑AD 0 NOTES FOR FLOOR PLAN S1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET GABLE END WALL POSTS - 6" X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL F❑OTING DIMENSIONS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24' ❑,C,, BEARING OR JOIST HANGERS (TYPICAL) V) z_ J CY D 0_ \0 I+ o X Li o 0 .--1 (U (n -1 0_ W O W ('') D @ 24' ❑,C, O X a W M 6' 30 @ 24" ❑,C, o z W J hw ce W A Q a /— J - 10 zLa --I1-4 ae1-1 J __IU W ee J a J N Li 0_ a lJD a a C. o LA- CDC0o A LO X GO & D_ (l.l CU XEs CD(U LA d- v) LLI L. D /M Q z' lL1QLBLE TRUSSES r_a— co � I- zJ 3 -J J U � I a d a \0 a a I O a O CO o xN X0 (U .--• CU W au it (n 0 (LI raj SINGLE TRUSS RI / / SPAN ABLE TRUSSES PLAN VIEW N,T,S, WAMBEKE ENGINEERING 2913 East 61st t Daniel Waribeke, P. E. Spokane, WA Tel. 509-443-6186 Fax. 509-448-6582 e-no8 d,anbekelnsncow BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE DATE 6-30-04 COOK—IBC01 REV. EXPIRES 12/29/05 APPROVED SCALE NTS Z J U w L7 J Z H UJ 2 _ U L- N w LLJ NOTES FOR SECTI❑N A -A 0 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE 0 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' 0. C.; 10' BAYS DF-L #2 GIRTS FLAT @ 24' ❑.C. 2' X 6' @ 24' O. C., 12' BAYS DF-L #1 GIRTS FLAT @ 24' O.C. OR 2' X 6' DF-L #2 GIRTS FLAT WITH 2' X 4' BACKERS @ 48' ❑. C. 0 CONCRETE F❑❑TING, SEE SCHEDULE • 0 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG W❑❑DFAST TEKS, WALLS FASTENED TO GIRTS WITH 1' LONG W❑❑DFAST TEKS, SEE FDDTING DETAIL LB BUILDING SECTION A - A EXPIRES 12/29/05 N.T.S. WAMBEKE ENGINEERING 2913 East 61 t Daniel WaMbeke, P. E. saakone, vA 3t Tel. 509-443-6186 Fax. S09-448-6582 e-,+all deanbekelnsn.con STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN BY DATE WAMBEKE —30-04 APPROVED SCALE NTS COOK—IBCO2 REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 Sc 90 MPH WIND SPEEDS, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OF BETTER PER IBC TABLE 1804.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2000. ALL NAILS INTO TREATED WOOD SHALL BE HOT —DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM —FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 East 61st Court Daniel War'beke, P. E. Spokane, VA 99223 Teb 509-443-6186 Faxi 509-448-6582 a -Hall dwanbeketnsncon SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE —30-04 APPROVED SCALE NTS COOK—IBC03 REV. NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO ❑BTAIN FULL BEARING �3 UNDISTURBED SOIL • • FOOTING DETAIL WAMBEKE ENGINEERING Eost 61stt Daniel Wambeke, P. E. 2s9c13one, WA Tel. 509-443-6186 Fox. 509-448-6382 e-noll tleor.bekeQnsn.con STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN 8Y WAMBEKE DATE 6-30-04 COOK—IBC04 REV. I EXPIRES 12/29/05 APPROVED SCALE NTS POST POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD CONCRETE COLUMN FOOTI NG KNEE BRACE SPACI NG WXD "B" DIA. "T" REQUI RED VOLUME, YD3 10'-0" 10'-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 6" X 6" 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6"X6"W/2"X6" 6"X8"W/2"X6" 6"X8"W/2"X6" 18" 18" 18" 18" 20" 20" 21" 3'-0" 3'-0„ 3'-0" 3'-0„ 3,-O" 3'-0" 3'-0„ NO NO NO NO NO NO NO 0.2 0.2 0.2 0.2 0.24 0.24 0.27 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 6" X 6" 6" X 6" 6"X6"W/2"X6" 6"X6"W/2"X6" 6" X 8" 6"X8"W/2"X6" 6" X 10" 22" 22" 22" 22" 22" 22" 24" 3,-O„ 3'-0" 3'-0" 3'-0" 3.-O" 3'-0" 3'-2" NO NO NO NO NO NO NO 0.29 0.29 0.29 0.29 0.29 0.29 0.35 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 18'-0" WALL HEIGHT. ABOVE 18' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2�POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 18 0 X 3'-0" DEEP FOR WALL HEIGHTS TO 18'-0". ABOVE 18' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING 2913 East 61st Court Daniel War�beke, P. E. Spokans, VA 99223 Tell 509-443-6186 Fax 509-448-6582 e-mail chionbckeEmsn.COn POST & FOOTING SIZES 12' TO 24' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 COOK—IBC05-24 REV. EXPIRES 12/29/05 APPROVED SCALE NTS PURLIN CONNECTION METHODS1 A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPS❑N JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INT❑ EACH PURLIN. C), PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', T❑ENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER NOTES FOR CONNECTI❑N DETAIL Sl TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. ©WOOD POST, SEE POST/F❑❑TING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT SOLID BL❑CKING AT C❑NNECTION POINTS. TYP, PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT S1 4 - 16d NAILS OR 3/4'0 M. BOLT OID 43 DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 Enst 61st Daniel Warnbeke, P. E. soak as, vA 3t TNT 509-443-6186 Foxe 509-448-6582 e-nnN dwoJbeke6+sncon TRUSS — COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-0 APPROVED SCALE NTS COOK—IBC06 REV. A • .. .. "-.ei-- _ •-w .f.-'—L�3e —fir'--..-e`3�i .�. --.., . - - -- - ''-� 1 POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF uvt LUAU POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, YD3 10'-0„ 8'-0" 6.� 6" 18" 3'-0" NO — _ - ND _ 0.20 -- 0.20 _ -- 10'-0" '-0" 10_ .X 6" X 6" 18" 3'-0" 10'-0" -0 12'" 6" X 6" 18" 3'-0" NO -. _ 0. - 10'-0" 14'-0" 6" X- 6" W/2" X 6" ---- 18" - 3'-0" NO _—. _0• 20 _ _ 10'-0" 16%-0" 6" X 8" 20" - - - 3'-0" --3;-0" - NO _--- —kb-- _ 0.24 - _ 10'-0" 18'-O" 6�. X 10" -..-X 10" -_ - - 20" - 21„- - -3,-0;, - - ---NO 0.24 --.- . 0.27 -1 O,-0„ 20'-0,.--_ 12-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.29 12-0" o 1O'-0" 6" X 6" - 2d" 3'-0" NO 12-0" 12'-0" 14'-0" 6" X 6" W/2" X 6" 26" 26" 3'-0" NO 0.29 0- 29 12-0" 6"X6"W/2"X6" 3'-0" NO 12_-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO • _ _ - _ 12-0" -- -18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.29 12'-0" 20'-0" 6" X 10" W/2" X 6" 26" 3'-2" NO 0-35 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM —FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 1 6' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM —FIR #2, POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 18 0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 1 6' WALL HEIGHT, FOOTINGS SHALL BE 24"93 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12-29-2007 WAMBEKE ENGINEERING Daniel Vambeke P. E. c'urtidt Teb 509-443-6186 FAJO 509-449-6.?82 e.anbekeb.on.c.D'" POST & FOOTING SIZES 12' TO 24' SPANS — 40 PSF LL STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN sr DATE WAMBEKE 6-30-04 APPROVED SCA.LE COOK—IBC05-24 NTS REV. PURLIN CONNECTION METHODS' A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED V/(2) 16d NAILS INT❑ EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER IIIIIIIIIIIPP [IN 1T D % CTZC d /1(1 PVCONAf R�IN OD r_ Cn N T1)NNfCTICN DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT NJS. EXPIRES 12-29-2007 1 NOTES FOR CONNECTION DETAIL 0 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER © PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS V/(3) 16d NAILS ©3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. ©4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. ©5 WOOD POST, SEE POST/F❑OTING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT SOLID BL❑CKING AT CONNECTION POINTS. TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT CI) 4 - 16d NAILS OR 3/4'0 M. BOLT m WAMBEKE ENGINEERING Daniel Waribeke, P. E. aa�'e* utrviMt TeU 509-443-6186 Fs,, 309--448-6582 .-w .I drarbekeb.ko" TRUSS — COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DIRAWW I,r DATE WAMBEKE —30-0 ,wraaysD SCALE NTS COOK—IBC06 A • C) \ r DETAIL 2 - KNEE BRACE N.T.S. NOTES FOR DETAIL 2- KNEEBRACE TRUSS TOP CHORD, DESIGN BY OTHERS TRUSS BOTTOM CHORD, DESIGN BY OTHERS 2' X 6' DF-L #2 EACH SIDE WOOD POST, SEE P❑ST/FOOTING SCHEDULE 4 - 16d GALV. NAILS, EACH SIDE KNEE BRACE REQUIRED WHERE SHOWN ON P❑ST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION. EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 Enct 6lst Daniel Wambeke, P. E. s az• vA 23t Tel. 509-443-6186 Fnx. 509-448-6582 e-.nt dsnebekeMsn.con STANDARD KNEE BRACE CONNECTION USE WHEN REQUIRED STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE —30-0 APPROVED SCALE NTS COOK—IBC07 REV. A OVERHEAD DOOR ❑PENING SLIDING DOOR ❑PENING TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATI❑N S1 2" X 8' HEADER S2 2' X 10" HEADER FOR 10' & 12' SLIDING DOORS 2" X 8° HEADER FOR 8' & SMALLER SLIDING DOORS EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 Enst 6lst t Daniel Waribeke, P. E. spaknne, WA 3 Tel. 509-443-6186 Fax. 509-448-6582 e-nnll dsnnbekelnsn.con TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-0 APPROVED SCALE NTS COOK—IBC08 GOO 12 '11 1 1I IOW as SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF-L #2 2' X 6' GIRTS @ 24' ❑,C„ 12' BAYS, DF-L #2 0 2' X 8' FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6" BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT EXPIRES 12L29/05 WAMBEKE ENGINEERING Daniel Warnbeke, P. E. st Count sonkaas VA 3 TeL 509-443-6186 Fax. 509-448-6582 e-,a11 drnnbekePnsncoa+ FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE -30-0 APPROVED SCALE NTS COOK-IBC09 REV. 12 l l SINGLE SLIDING DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS 0 HALF TRUSS DESIGN BY OTHERS 0 2" X 10" HEADER UP TO 12' 0" DOORS 2" X 12" HEADER UP TO 20' 0" DOORS 2" X 12" BACKED WITH 2" X 6" UP TO 24' 0" 0 2" X 6" HEADER C.D. 4" X 6" DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6" FACER. 6" X 6' DOOR POST - 16" & 18' WALL HEIGHT W/ 2" X 8" FACER. SS DOUBLE 2" X 6" KINGP❑ST WAMBEKE ENGINEERING 2913 East 61st Daniel Walnbeke, P. E. Spokane, WA t Tel. 509-443-6186 Fax. 509-448-6382 mall dsanbeketrancon FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE ATE 6-D30-04 COOK—IBC10 REV. EXPIRES 12/29/05 APPROVED SCALE NTS DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS 0 2" X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8" FACER. 0 DOUBLE 2' X 6' KINGP❑ST N.T.S. WAMBEKE ENGINEERING Daniel WnMbeke, P. E. �SpokEJ , VA t99223t Tel 509-443-6186 Fax, 509-448-6582 e-mail donbekeMsn.ca+ FRONT ELEVATION DOUBLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 COOK—IBC1 1 REV. EXPIRES 12/29/05 APPROVED SCALE NTS 12 4 3068 MAND❑❑R ❑PTI❑N DOOR ❑PENING IJ OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS 0 2' X 6' HEADER 0 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6" FACER. 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. WAMBEKE ENGINEERING Daniel Warnbeke, P. E.spoken.. V At ` Tel. 509-443-6186 Fax. 509-448-6582 e-nall d,aj,beketnsnca+ FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 COOK —IBC 12 REV. EXPIRES 12/29/05 APPROVED SCALE NTS 12 `',�; / 4 00�' �jirs_i T` SPLIT SLIDER DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS 0 HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6" UP TO 24' 0' S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. SS DOUBLE 2' X 6' KINGP❑ST WAMBEKE ENGINEERING Daniel Wartbeke, P. E. Spokane' WA:tit TN. 509-443-6186 Fax. 509-448-6582 -Hall deonlwk,NIftwizon FRONT ELEVATION SINGLE SLIDING DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 COOK-IBC13 REV. EXPIRES 12/29/05 APPROVED SCALE NTS 1 1 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING GABLE END TRUSS DOUBLE INTERIOR TRUSSES 2' X 4' X-BRACING @ 10'-0' O.C., OR SPACING DICTATED BY TRUSS MANUFACTURER OVER RIDES THE 10'-0' D. C. SPACING 2' X 4' BOTTOM CHORD BRACING @ 10' 0' ❑.C. TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED 0 ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT FIELD SCREWS+ #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) x EAVE AND RIDGE PURLIN SCREWS! #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED! * ENDWALL STEEL+ 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT x FIELD SCREWS' #10 x 1 1/2' a 9' O.C. (NEXT TO HIGH RIB) ) BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS! #14 x 1 1/2' BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM SCREWS a ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE N.T.S. EXPIRES 12/29/05 STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERIN6G Daniel Wartbeke, P. E. s�ao4can ,, vAst9992 3t Tel. 509-443-6186 Fax. 509-448-6582 a-naP d,oMxhebisnco I N.T.S TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 REV. COOK—IBC14 A APPROVED SCALE NTS 1" Cu J - 16d NAILS 6", 8" OR 10" POST NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN TREATED POST GABLE END TRUSS 8 - 16d NAILS 2" X 6" X 18' B❑LTING BLOCK 4 - 16d GALV, NAILS EACH GIRT cu U 0 r 2' X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION 8 - 16d NAILS CORNER POST - 16d NAILS 2' X 6" X 18' B❑LTING BLOCK DETAIL 3 TYP. GABLE END TRUSS C❑NNECTI❑N USE B❑LTING BLOCKS BELOW ALL CORNER COLUMN GIRTS EXPIRES 12/29/05 WAMBEKE ENGINEERING Daniel Warnbeke, P. E. 29spoknn`et WAct9Cdrt TO S09-443-6186 Fax. 509-448-6582 e-naR dnunbekreran.con GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE DATE 6-30-04 APPROVED SCALE NTS COOK —IBC 15 REV. INTERIOR OR GABLE END TRUSSES Od NAILS B 6' O.C. ' X 6' DR 2' X 8' L-BRACE OdNAILS B6.O.C. ' X 4' L-BRACE TRUSS VEB MEMBER TRUSS VEB HEMBER SECTION B-B ,SECTION B-A AT INTERIOR TRUSSES AT GABLE END TRUSS NOTE! TRUSS DIAGRAMS WILL OFTEN REQUIRE VEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS® THE METHOD OF TRUSS VEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' VEB MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' VEB EXPIRES 12-29-2007 WAMBEKE ENGINEERING 2913 t anlel Wambeke, P. E. Vst A l 2 TN' 309-443-6186 Feud 309-448-6.582 .-4.1 d.G th e*nsno . TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN >K WAMBEKE NIVEVED DATE 6-30-04 COOK-IBC1 6 INTERIOR DR GABLE END TRUSSES Od NAILS a 6' O.C. ' X 6' OR 2' X B' L-BRACE Od NAILS a 6' C. ' X 4' L-BRACE TRUSS WEB MEMBER LTRUSS WEB MEMBER SECTION B-B SFr'TIC)N R-R AT INTERIOR TRUSSES AT GABLE END TRUSS NOTE] TRUSS DIAGRAMS VILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' VEBI€I(BER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB EXPIRES 1 2-29-2G07 WAMBEKE ENGINEERING Daniel Vombeke P. E. Ilakar VA i Teo 509-443-6186 Fnn 509-448-6392 e-. I dearbekebtsn ner. TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAW„ In WANBEKE APPROVED DATE 6-30-0 S COOK-18C1 6 a'8 CONP.(DUR.)/ TENS.(011R.) C51 2-7-2056(1.15 / 322(1.60) 0.44 3-7 -261((1.60 1./ 1910((1.15))0.64 3-9 -261101.150. 4-9 -2056(1.15 / 1322(1.60) 0.44 TIMBERLINE TRUSS 4445 Northpark Dr. Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6. 4.1 1 6-4-13 6-4-13 12-0-0 2 5-7-3 12-0- 12-0.0 13 6 8-6-14 8-6-14 TYPICAL PLATE : 2-4 7 24-0-0 8 5-7-3 17-74 12-0-0 t" 4 5-5 aria components ana a aaaing Tributary Area - 144 sqft 6-4-13 24-0-0 5 6-10-4 15-5-2 9 ru w I stems PI tes are 20 a. unless shown b "18"(18 ga.), "H"(16 ga.), 9r "MX"(TWMX 2)qaa.), positioned per Joint D tails Report. irclled p 4ttes and false frame prates are posiUonedyas shown above. Shin g e stud Plates to av id overlap With structural plates (or staple}. WARNING Read ail notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. R has been based on specifications provided by the component manulacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any environment that wil cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI 1', WfCA 1' -Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - )(S��CSI 1-03) and SCSI SUMMARY SHEETS' by WFCA and TPI. The Truss Plate Institute (TPII is located at 583 D'Onofno Drive, Madison. 4Wisconsn 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW. Ste 800. Washington, DC 20035. 10 8-6-14 24-0-0 0-6-1 EXPIRES: 01713/06 1/3/2005 Cust: WO: Drive_C_stock-2003_L00005_J00001 Dsgnr: CLP #LC = 49 WT: 183# TC Live 40.00 psf TC Dead 5.00 psf BC Live 0.00 psf BC Dead 1.00 psf TOTAL 46.00 psf DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.00 Rep Mbr Comp 1.00 Rep Mbr Tens 1.00 0.C.Spacing 6- 0- 0 Design Spec IBC-2003 DEFL RATIO: L/240 TC: L/18 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Silaane REVIEWED FOR CODE COMPLIANCE SPCKANE VALLEY BULL NG D VISION 12Lo D�